HomeMy WebLinkAbout4583 Contract Number: 4583
Vendor: TRANSPORTATION - DEPT (WA STATE)
Subject: Tunnel Construction - Cooperative
Department: Engineering
File Class: LEG 12-1
Begin Date: 11/02/2006
End Date:
Review Bate: 06/15/2010
Vault Date:
Comments: CSO & Tunnel #GCA-4924
Supplement #1-5/07
Review date for tracking only
Check w/Engineering 6/10
/'/ ~:r:
Bremerton Tunnel Construction Cooperative Agreement
GCA-4924
SUPPLEMENT NO.1
THIS SUPPLEMENTAL NO.1 to the original AGREEMENT is made and entered into this I (P I.!!
day of f'J fI Y ,2007 between the STATE OF WASHINGTON, Department of Transportation,
hereinafter the "STATE," and the City of Bremerton, hereinafter the "CITY."
WHEREAS, the Parties hereto entered into the original AGREEMENT GCA-4924 on November 2,
2006 for the construction of improvements to SR 304 by the project entitled "SR 304 - Downtown
Bremerton Pedestrian / Bremerton Transportation Center (BTC) Access Improvement Project,"
hereinafter the "PROJECT," located from M.P. 2.79 to M.P. 3.01, and
WHEREAS, the CITY will furnish decorative streetlight standards for the illumination that is required
for the PROJECT, as detailed in Exhibit F, and
WHEREAS, electrical power services are necessary for the streetlights as well as signal systems on the
PROJECT, as detailed in Exhibit F, and
WHEREAS, the STATE is the responsible party for the cost of the electrical power services and
decorative streetlight standards per legislative appropriation for the PROJECT, and
WHEREAS, the original AGREEMENT also needs to be amended to provide for an updated estimate to
the Combined Sewer Outfall "CSO" work to reflect current bid items nearing the advertisement of the
PROJECT.
NOW, THEREFORE, pursuant to RCW 47.28.140 and chapter 39.34 RCW and in consideration of the
terms, conditions, covenants, and performances contained herein, or attached and incorporated and made
a part hereof,
IT IS MUTUALLY AGREED AS FOLLOWS:
1. Exhibit B of the original AGREEMENT is hereby deleted and replaced with Exhibit B-1,
attached hereto and by this reference made a part hereof.
2. Section 6, CITY SERVICES FOR PROJECT AND CSO, of the original AGREEMENT
GCA-4924 is supplemented to include the following:
GCA--4924
Supplement No. I
Page I of3
6.3 The CITY shall provide forty two (42) decorative streetlight standards for the PROJECT
at locations identified in Exhibit F, attached hereto and by this reference made a part hereof. The
streetlight standards shall include anchor bolts, mounting hardware, pole base, light pole, mast
arms, luminaires, and fixtures. The CITY shall provide the STATE a Materials of Origin
Certification, Bill of Lading, and a Paid Invoice for said streetlight standards. The STATE shall
reimburse the CITY for the actual, direct, and related indirect costs for the procurement of the
decorative streetlight standards. An itemized estimate of cost associated with the procurement of
the streetlight standards is marked as Exhibit E, attached hereto and by this reference made part
hereof. Upon completion of the installation of the decorative streetlight standards by the STATE,
the CITY shall be responsible for ownership, operation, and maintenance.
6.4 The CITY shall provide electrical power services for the decorative streetlights and
traffic signals systems constructed by the PROJECT at the locations detailed in Exhibit F. The
STATE shall reimburse the CITY for the actual direct, and related indirect costs to provide the
electrical services. An itemized estimate of cost associated with providing the electrical power
services is marked as Exhibit D, attached hereto and by this reference made part hereof. Upon
completion ofthe electrical power services the CITY shall be responsible for the ownership,
operation, and maintenance of said electrical power services, including the future costs of
electricity.
3. Section 7.9 ofthe original AGREEMENT GCA-4924 is hereby deleted and replaced with the
following:
7.9 The CITY agrees to pay the STATE an advance payment amount of two hundred
thousand five hundred three dollars ($200,503) within 20 days after the ST ATE submits its first
partial payment request to the CITY. The advance payment represents approximately fifteen
(15) percent of the estimate of cost and covers costs incurred by the ST ATE in the initial stages
of the contract. The advance payment will be carried throughout the life of the contract with
final adjustment made in the final payment.
4. Section 7 of the original AGREEMENT GCA-4924 is supplemented to include the following:
7.11 The STATE, in consideration of the faithful performance of work provided by the CITY,
agrees to reimburse the CITY for the actual direct and related indirect cost of the work as
described in sections 6.3 and 6.4.
All other terms and conditions of the original AGREEMENT GCA-4924 shall remain in full force and
effect as modified by this SUPPLEMENT NO.1.
GCA--4924
Supplement No. 1
Page2of3
IN WITNESS WHEREOF, the Parties hereto have executed this SUPPLEMENT NO.1 as ofthe day
and year first above written.
STATE OF WASHINGTON
:lyTY OF BREMERT~ . DEPART~. SPORTAT~N
c::;~ By. 6-.~
C B M ~ K . J D R.~ Ad . .
ary ozeman, ayor eVlll. ayton, eglOn mllllstrator
Date: y.~-07
Date: ~~ /~~ ~
APPROVED AS TO FORM
APPROVED AS TO FORM
By:
Y/;1 fa 12
! I #
By:
CITY Attorney
Assistant Attorney General
Date:
~ ~ g '0--:;'
Date:
/y -/G, --07
GCA--4924
Supplement No_ 1
Page 3 of3
GCA-4924
Exhibit B-1
Downtown Bremerton PedestrianlBTC Access Improvements
CSO - Combined Sewer Outfall
Construction Estimate
Note: (1) Per Overhead Agreement OH-00166
GCA-4924
Exhibit B-1
Page I of 4
PS&E JOB NO: 07C515
CONTRACT NO: 000000
WORK ORDER#: T A2 511
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
ESTIMATES AND BIDS ANALYSIS SYSTEM
... PRELDaNARY ESTIMATE - BY GROUP ...
GROUP NO : 3
PROGRAM ITEM .NUMBER
CONSTR. TYPE CODE
PROGRAM CODE
STATE ROUTE (S)
COUNTY
CONTROL SECTION/SALES
SAFETY CLASS CODE
FUND NO: 2
330405A
P9
304
KITSAP
TAX : 188000 /8.60%
PARTICIPANT: 'CITYBREM GCA- 4 924
ITEM STD.
NO., NO.
ITEM DESCRIPTION
1 0001 MOBILIZATION
2 0038 ARCHAEOLOGICAL AND HISTORICAL SALVAGE
24 3151 TESTING STORM SEWER PIPE
32 HDPE DR 32.5 STORM SEWER PIPE 48 IN. DIAM.
95 TEMPORARY EROSION AND SEDIMENT CONTROL (TESC)
PLAN
144 7006 STRUCTURE EXCAVATION CLASS B INCL. HAUL
146 7008 SHORING OR EXTRA EXCAVATION CLASS B
177 7728 MINOR CHANGE
217 7730 FUEL COST ADJUSTMENT
WASHINGTON STATE SALES TAX 8.60% OF $ 56,861.44
GROUP 3 SUBTOTAL
ENGINEERING 10.00%
GROUP 3 TOTAL
SR 304
DOWNTOWN BREMERTON PEDESTRIAN/
BTC ACCESS IMPROVEMENTS
06C514
DATE: 03/27/2007
TIME: 1 6 : 1 9
DOT RGG300
CSO-COMBINED SEWER OUTFALL.
CITY OF BREMERTON WORK ON WSF PROPERTY
PARTICIPATION PERCENT: 100.00%
UNIT,
MEAS
UNIT PRICE
L.S.
EST.
L.F.
L.F.
L.S.
3.0000
400.0000
C.Y.
S.F.
CALC
CALC
30.0000
6.0000
QUANTITY
80.00
80.00
339.00
1,193.00
GROUP 3 BASE SUBTOTAL
MAX AMOUNT:
AMOUNT
5,900.00
250.00 '
240.00
32,000.00
644.44 '
10,170.00
7,158.00
-1.00 .
500.00 .
56,861.44
4,890.08
61,751. 52
6,175.15
67,926.67
PAGE: 14
VER: 1
.
..
...
GCA-4924
Exhibit B-1
Page 2 of 4
PS&E JOB NO: 07C515
CONTRACT NO: 000000
WORI( ORDER#: T A2 511
PROGRAM ITEM NUMBER
CONSTR. TYPE CODE
PROGRAM CODE
STATE ROUTE (S)
COUNTY
CONTROL SECTION/SALES
SAFETY CLASS CODE
FUND NO: 2
330405A
P9
304
KITSAP
TAX : 180301 /0.00%
WASHINGTON STATE DEPARTMENT OF TMNSPORTATION
ESTIMATES AND BIDS ANALYSIS SYSTEM
*** PRELIMINARY ESTIMATE - BY GROUP ***.
GROUP NO : 4
CSO--COMBINED SEWER OUTFALL. CITY OF BREMERTON WORK
PARTICIPANT: CITYBREM GCA-4924
ITEM STD.
NO. NO.
ITEM DESCRIPTION
1 0001 MOBILIZATION
2 0038 ARCHAEOLOGICAL AND HISTORICAL SALVAGE
20 3091 CATCH BASIN TYPE 1
21 3105 CATCH BASIN TYPE 2 48 IN. DIAM.
24 3151 TESTING STORM SEWER PIPE
25 3541 SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.
31 HOPE DR 32.5 STORM SEWER PIPE 36 IN. DIAM.
32 HOPE DR 32.5 STORM SEWER PIPE 48 IN. DIAM.
76 5334 ANTI-STRIPPING ADDITIVE
78 5711 PLANING BITUMINOUS PAVEMENT
79 5767 HMA CL. 1/2 IN. PG 64-22
80 5830 JOB MIX COMPLIANCE PRICE ADJUSTMENT
81 5835 COMPACTION PRICE ADJUSTMENT
82 5875 COMMERCIAL HMA
82 6516 CYCLIC DENSITY PRICE ADJUSTMENT
83 ASPHALT COST PRICE ADJUSTMENT
85 6403 ESC LEAD
88 6470 STREET CLEANING
91 6478 STRAW BALE
92 6490 EROSION/WATER POLLUTION CONTROL
95 TEMPORARY EROSION AND SEDIMENT CONTROL (TESC)
PLAN
109 6859 PLASTIC STOP LINE
131 6973 OTHER TEMPORARY TRAFFIC CONTROL
SR 304
DOWNTOWN BREMERTON PEDESTRIAN/
STC ACCESS IMPROVEMENTS
06C514
PARTICIPATION PERCENT: 100.00%
UNIT
MEAS
UNIT PRICE
QUANTITY
L.S.
EST.
EACH
EACH
L.F.
L.F.
1,100.0000
2,800.0000
3.0000
35.0000
325.0000
400.0000
1. 00
1.00
,1,579.00
77.00
1,163.00
339.00
L.E;.
L.F.
EST.
S. Y.
TON
CALC
CALC
TON
CALC
CALC
DAY
HR
EACH
EST.
L.S.
7.0000
70.0000
1,390.00
17 4.00
55.0000
200.0000
125.0000
25.0000
20.00
40.00
10.00
L.F.
L.S.
8.0000
12.00
DATE: 03/27/2007
TIME: 16: 19
DOT RGG300
PAGE: 15
VER: 1
MAX AMOUNT:
AMOUNT
114,500.00
250.00 .
1,100.00
2,800.00
4,737.00
2,695.00
377,975.00
135,600.00
180.00
9,730.00
12,180.00
370.00
240.00
30.00
148.00
4,000.00
5,000.00
250.00
80,000.00
644.44
96.00
7,900.00
GCA-4924
Exhibit B-1
Page 3 of 4
PS'E JOB NO: 07C515
CONTRACT NO: 000000
WORK ORDERH: TA2511
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
ESTIMATES AND BIDS ANALYSIS SYSTEM
... PRELIMINARY ESTIMATE - BY GROUP ...
GROUP NO : 4
DATE: 03/27/2007
TIME: 1 6 : 19
DOTRGG300
PAGE: 16
VER: 1
ITEM STD .
NO. NO.
ITEM DESCRIPTION
UNIT
MEAS UNIT PRICE QUANTITY AMOUNT
HR 45.0000 120.00 5,400.00
L.S. 14,835.00
C.Y. 30.0000 6,357.00 190,710.00
S. F. 6.0000 16,861.00 101,166.00
EACH 5,000.0000 1. 00 5,000.00
EACH 6,000.0000 4.00 24,000.00
EACH 8,000.0000 1. 00 8,000.00
CALC -1.00
L.S. 750.00
CALC 500.00
GROUP 4 BASE SUBTOTAL 1,1l0,785.44 .
133 6992 OTHER TRAFFIC CONTROL LABOR
134 6974 TRAFFIC CONTROL SUPERVISOR
144 7006 STRUCTURE EXCAVATION CLASS B INCL. HAUL
146 7008 SHORING OR EXTRA EXCAVATION CLASS B
166 7364 MANHOLE 60 IN. DIAM. TYPE TYPE 3
167 7365 MANHOLE 72 IN. DIAM. TYPE TYPE 3
168 7366 MANHOLE 84IN. DIAM. TYPE TYPE 3
177 7728 MINOR CHANGE
178 7736 SPCC PLAN
217 7730 FUEL COST ADJUSTMENT
ENGINEERING 10.00%
111,078.54
GROUP 4 TOTAL
1,221,863.98
...
SR 304
DOWNTOWN BREMERTON PEDESTRIAN/
BTC ACCESS IMPROVEMENTS
06C514
GCAA924
Exhibit B-1
Page 4 of 4
GCA-4924
Supplement No.1
Exhibit D
City of Bremerton Electrical Services
Description of Work
The City of Bremerton is providing Puget Sound Energy (PSE) electrical services for
streetlight and signal systems for the SR 304 ~ Downtown Bremerton
PedestrianlBremerton Transportation Center (BTC) Access Improvement Project. The
streetlight and signal systems will be owned and maintained by the CITY upon
completion of the Project. Costs to provide electrical services for streetlight and signal
systems will be paid by the CITY and reimbursed by the STATE.
Estimate of Cost
Three (3) Electrical Service Agreements:
$5,157.85
Administrative Overhead (1)
$0
TOT AL:
$5,157.85
Note: (1) Per Overhead Agreement OH-00166
GCA-4924
Supplement No. I
Exhibit D
Page I of I
GCA-4924
Supplement No.1
Exhibit E
City of Bremerton Supplied Decorative Street Lights
Description of Work
The City of Bremerton will furnish 42 decorative streetlight standards for the Bremerton
Tunnel Project meeting City requirements for the downtown district. The decorative
streetlight standards are the Hudson River Park Lamp Post as manufactured by Spring
City Electical Manufacturing Company. The City will furnish the standards, complete
. with anchor bolts and mounting hardware, and decorative luminaires. The materials will
be made available for pickup by the Bremerton Tunnel Project Contractor at the City of
Bremerton's Oyster Bay Maintenance and Operations Facility located at 100 Oyster Bay
Road, Bremerton.
Estimate of Cost
Hudson River Park Lamp Posts, including luminaires,
42 @ $6037 each:
Anchor bolts and mounting hardware:
Sales Tax @ 8.6 %:
Administrative Overhead (1)
Total:
Note: (1) Per Overhead Agreement OH-00166
$253,554
$5,000
$22,236
$0
$280,790
GCA-4924
Supplement No. I
Exhibit E
Page 1 of 1
~
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~~ I I fJ:> 0 6/3\ 3 '~/LJ :- o-~ 2Al M"'" ~ '31+00 /25\ /22\ jI2\:::-::
A_> ~ ,___JI--- \7i~I\~SERVICE 3 r\ r.;\ 3~~__ - ~~-7M 23 '\ _1-./i5> ~)-1 12 (2\ :
....i, ..J/ UY~ ~.~,~~4OV ,,2) j'-!; _-.-.{-"\ ,;4'115 lB6 / 8~.l\~~ 210Y,ij ,,.!,,- l EiLf T~ . '""'"\S~
\i--S ~ ~ ~ l' r7l Qf:it ~ ~ ~7ffi - - ~ =- - =- ~ ~ 185 6 / '1C\+U\l ~ c;~; , 211 - - - ..R~ I ci
1f LSi:, lB~\7^ lB2 ) '\ 1B3^ 29+0; ~ 184) 1 T-lINE 4 . (if 87 J1~+OO \'~ /~1\- ~~ .
I 0 58+/i; ~ i!V~ /1 \ I J~_ - 1~O' ' ClTY'SERVlCU!O.; II I I ~, . ----:- I~+'
I 0 I ~I B-L1NE 59+00 1201240V (8)--1 _
~ I ~ 1;\ & A _ ~ ~ _ _ j;c, 6_ u ~u A i
H " 'Ir:-, lAl (1A2 lA3 1M" r-;;: A. - - -=- & A - <,,:z:
..,.. l'll"J.112,=~l L4I ~" ~ '.l7114 lA5 0 lA6~~,:, lA7 /lAB ~r.-, 1Al0 / lAl1'~ I~
@/' ~ ~~~-~-J~~~-d~'~- Aq ~--~'~~A$- _~Al~~~~
SEC. 14
4N., R.1E., W.M.
.. ~
'. ~
SEC. 13
T.24N., R.1 E., W.M.
EXISTlNG
NEWIRElOCA TED
GENERAL NOTES
LEGEND
1. ORIENT JUNCTION BOXES AS SHOWN ON THE PlANS AND DETAILS.
2--0---2
0-<>-0
COBRA HEAD LIGHT STANDARD
DECORATIVE LIGHT STANOARIl
o-----<J.
2. TREE waL JUNCTION BOXES SHAll BE INST ALLEO PER
DETAILS 1,2,3,4,5,& 6 ON SHEET E04.
~
COBRA HEAD LUMlNAlRE ON SIGNAL POlE
3. SEE OWG. EDl FOR TREE waL LOCATION TABLE AND JUNCTlON BOX TABlE.
o-~o
C8i
~
EXISTING BTC LIGHTING POLE
JUNCTION BOX, TYPE 1
JUNCTION BOX, TYPE 2
CONDUIT AND WIRING
OoL.]
4. SEE OWG. E02 FOR SINGlE LINE DIAGRAM.
5. SEE OWG. E04 ANO E05 FOR SIDEWAlK, POLE. JUNC1lON BOX AND CABINET
FOUNDATION DETAIlS.
!,;;
6. SYSTEM GROUNDING WIRES NOT SHOWN IN CONDUIT I WIRE SCHEDULE.
INSTAlL PER CODE.
~
ELECTRICAl SERVICE CABINET
:
I
CONDUITIW1RE GENERAL NOTES
1. SYSTEM GROUNDING WIRES NOT SHOWN.
INSTAlL PER CODE.
1
2
3
4
5
6
7
6
10
11
12
15
16
22
23
24
25
CONDUITIWIRE SCHEDULE (ILLUMINATION AND TREE LIGHTS)
SERVICE NO.2 SERVICE NO. 3
IUUMINATION TREE LIGHT IUUMlNATlON TREE LIGHT
CIRCUITS (24OV) CIRCUITS (12OV) CIRCUITS (24OV) CIRCUITS (12OV)
2-1 2-2 2-A I 2-B 2-<: 3-1 I 3-2 3-A i 3-B 3-C
- ! - ! - -! I
_ i _ i
3-#12
112
B 56+18.00
LUMINAIRE SCHEDULE
REMOTE
PHOTOCEll NDTES
LUM.
NO.
110
111
POlE
STATION
857+45.00
B 56+05.00
POLE "'" 'NTlNG LUUlNAlRE
OFFSET 'HEIGHT ARM'
32.0' LT. 35' 16'
IT 4'
47.O'LT.
IT 4'
IT 4'
24.5'RT.
IT 4'
IT 4'
25.4' LT. IT 4'
IT 4'
24.5' RT. IT 4'
IT 4'
19.6' LT. IT 4'
IT 4'
24.5' RT. IT 4'
IT 4'
20.0' LT. IT 4'
IT 4'
24.5' RT. IT 4'
IT 4'
24.5' RT. IT 4'
IT 4'
19.5' LT. IT 4'
IT 4'
19.5' LT. IT 4'
IT 4'
19.5' LT. IT 4'
RUN
NUMBER CONDUIT
6 SIZE
SERVICE NO. 1
IUUMINATlON TREE LIGHT
CIRCUITS (24OV) CIRCUITS (12llV)
1.1 1-2 loA l-B
2-118 - -
2-118 -
2-118 I -
- 2-#8
- 2-#8
114
B 59+20.00
1.5"
1.5"
'Z'
lS
'Z'
'Z'
'Z'
'Z'
4"
1.5"
'l'
'Z'
. EX1S
3"
IS
'l'
4"
- I
I
I
I
!
- i -
113
BW 56+70.00
I -
244 I -
2411/0 ! -
I
!
I
I
,
j ~
I
I
I
I
I
I -
115
BW29+40.oo
I
I
!
244
2-114
- I -
2-#6 i 2-#6
- I
- I
- !
2-#6 !
3-#12
116
B 59+97.00
2-#1/0
2-#8
2-#8
2-#6 i 2-118
I
I
!
I
117
BW 30+00.00
I
!
!
- I
I I
2-118 ! 2-#6 ! #1/0
! ~ I
i I
2-118 i 2-#2 I '11ll
(5)
118
B 60+93.00
I _
CONDUITNVIRE SCHEDULE NOTES
(1) INSTAlL P\JU ROPE
(2) EMPTY
(3) CAP CONDUIT AT UIlIT OF CONSTR\JCT10N
(4) SCHEDUlE 60 PVC
(5) REMO\IE EXISTlNG CONDUCTORS
i
I
3-#12
3-#12
3412
210
T 1ll+68.00
120
B 61+ll8.oo
248
2.f8
2-18 ;
I
I _
211
Tl1+35.oo
212
T 11+97.00
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tONAL ~~..::
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Washington State
Department of Transportation
~l~~"IJ ST:'i[ F~!).
AID PROJ. NC.
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SIU.
OCTOBER 2llO6
OCTOBER 2llO6
OCTOBER 2llO6
;0 '/JA'3h
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,j~a ~J~~S",ER II
...J6C:J,....
LOCHNER
Er;qr.:
-~-
DI'Tf
RE'./!$~ON
2V APp.D
Ell:PIA:ES 1.ro(JIO!
LUMlNAlRE
TYPE
'lJIJ-W SIGNAl.
l00-W DECORATIVE
IllO-W DECORATIVE
IllO-WDECORATIVE
IllO-W DECORATIVE
l00-W DECORATIVE
lllO-W DECORATIVE
IllO-W DECORATIVE
l00-W DECORATIVE
IllO-W DECORATIVE
l00-W DECORATIVE
l00-W DECORATIVE
IllO-W DECORATIVE
l00-W DECORATIVE
l00-W DECORATIVE
l00-W DECORATIVE
100-W DECORATIVE
l00-W DECORATIVE
l00-W DECORATIVE
lllO-W DECORATIVE
lllO-W DECORATIVE
IllO-W DECORATIVE
IllO-W DECORATIVE
IllO-W DECORATIVE
IllO-W DECORATIVE
CIRCUIT
NO.
1-'
1-'
1-2
1-1
1-2
1-1
1-2
1-1
1.2
1-2
2-1
2-1
2-1
CONSTRUCTION NOTES
CD
INSTAlL 'lJIJ-W LUMINAlRE AT 35-fOOT MOUNTING HEIGHT. SEE
SIGNAL PlAN. OWG. TSl
(0
CONSlRUCT FOUNDATION AT STAl10N AND CENTERl.JNE OFFSET
SHOWN. SEE CITY OF BREMERTON STANDARD OWG. 7014, EXCEPT
USE 4 ANCHOR BOLTS PER POlE MANUFAClIJRER'S
RECOMMENOATlONS. FURNISH AND INSTAlL DECORATIVE STEEL
LIGHT STANDARD AND LUMINAIRES. FURNISH AND INSTAlL TYPE 1
JUNCTION BOX ADJACENT TO ST ANDARO PER OWG. E04. DETAlLS 1.
2, 3. 4 & 5 APPROPRIATE TO ADJACENT SIDEWAlK CONDITIONS
o
FURNISH AND INSTAlL TYPE 1 JUNCTION BOX AIlJACENT TO TREE
waL PER OWG. E04, DETAIL 6. FURNISH AND INSTAlL MAINLINE
CONDUIT AND WIRE INTO JUNCTlON BOX PER WIRING SCHEDULE.
COIL 3 FEET Of WIRE IN EACH JUNCTION BOX
INSTAlL PHOTOCEll. ON STREET LIGHT POLE
CONS1RUCT FOUNDATION FOR SERVICE CABINET AT ST A.. B
58+17.00,32.0' LT. SEE SIGNAL PlANS AND INSTAlL FOUNDATION
PER OWG. E05, DETAIl. 6 AND DETAlL10. FURNISH AND INSTAlL
SERVICE CABINET AND COMPONENTS FOR SERVICE NO. I, SEE
OWG. ED1 FOR SERVICE REQUIREMENTS AND BREAKER SCHEDULE
APPROXIMATE LOCATION FOR PSE HANDHOlE FOR SERVICE
CONNECTION
o
o
<})
<})
CONSTRUCT FOUNDATION FOR SERVICE CABINET AT STA. BW
31+00.00,12.0' RT. SEE SIGNAL PlANS AND INSTALL FOUNDATION
PER OWG. ED5, DETAIl. 6 AND DETAIL 10. FURNISH AND IN...QAlL
SERVice CABINET AND COUPONENTS FOR SERVICE NO. 2, SEE
OWG. EDl FOR SERVICE REQUIREMENTS AND BREAKER SCHEDULE
SEE DWG. TS2 FOR LOCATION OF PSE HANOHOLE FOR SERVICE
CONNECTlON
@
REMARKS
--
--
--
GCA-4924
Supplement No. 1
Exhibit F
Sheet 1 of 4
SR 304
DOWNTOWN BREMERTON PEDESTRIANI
BTC ACCESS IMPROVEMENTS
1L2
ILLUMINATION PLAN
SHEET
131
or
25.'
SHEE~
LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE (CONTINUED) I.
POLE ~ LUMINAJPE LUMiNAlRE CiRCUIT RE",nvo LUI.l, POlE POLE IlCUtmNG LUMINAlRE LUMINAlRE. CIRCUIT .--.!
:nON OFFSET HBGHT ARI.l TYPE NO. """"'" NO. STATION OFFSET fi:IGHT ARM TYPE NO. RaoIA!OCS - .
24.SRT. lT 4' 1llO-WDECORATlVE 2-2 211 B64+38.00 24.5' LT. 1T 4' lllO-WDECORATlVE
>85.00 1T 4' lllO-W DECORATlVE __ l1TT 44: 1llO-W DECORATIVE 2.1 ii
1T 4' ~WDECoRATIVE 2~2- .'--- lllO-WDECORATIVE''---
00 24.5' RT. I . 308 P 65+52.90 23.3 RT. 1 3-1
. 1T 4' ~~ORATlVE -----l---- 7 4' l~WDECORATlVE ~--- -~ I
24.5'RT. 1T 4' 1llO-WDECORATlVE 2-2 _ 309 B65+53.00 24.5' LT. 1T 4' 1llO-WDECORATlVE -- '
<91).00 1T 4' 1llO-W DECORATIVE 1T 4' lllO-W DECORATIVE 3-1 0
1T 4' lllO-W DECORATIVE -- 1T 4' 1llO-W DECORATlVE ------ ~ -
.....7000 195'RT 2-1 310 B65+55.oo 4O.O'RT. 3-2 ~ ll')
... . ., 1T 4' 1llO-W DECORATIVE, 1T 4' 1llO-W DECORATIVE ~ il -i <0
33+44.00 19.5'LT.:~ :. :=:=~ 2-1 311 P66+32.00 17.O'LT.:~ :: ::~=~ 3-1 ~ ~
=-::::::..:-_ 3 AS SEC. 13, T.24N., R.1E., W.M. 312 P66+9l.00 36.5'RT.:; :: :=:=~ 3-2 ~ ~
-.:---c::: '
o ~ \ (2\ k-\ 313 P67+35.OO 17.0' LT. 1T 4' lllO-WDECORATlVE 3-1 !
_ _ _ ~ \ ~ 17 4' lllO-W DECORATlVE \
~ ,," 0 ~~ "^ /.\ f,\ ~ ~
I. ~11\ -~-=-~ ~~ / lS jJ) / 12~f2\ ~ 2 ~. ? J
~ 20 ~"-i'::'Ii::: LL /'-!-I -------I \~ /28\ '" 7
~_ ,.. ~ " /"-1. 'fI'K.~"/ i-- ~..;X'J V ~ _ / _ \_~___________ 309\\.:)ili ILH 17 /
~Oo SW,. 2B2 ( ;\'215 1" '\. -~21i r 0 I -,- ~ m--lf - m - ~ ,i '*' I'
~'LINf ~ AI 2B3 A / L ^, 284 ;2B~ A 0 '21'# 0 ~7 i~O I :f~.'Lc./
~19\ A: 64+00 11 /17,\ /17\ y ^ ~ "
/L J>\ '" a.UN: as;oo ~ II ~ 0 ,,_0
r. / ':14 ~ ~.~ ~ ,"'~>::J *' ;"\A - -{.\~ - ~32 -~8 /2B\ )'1' i8- f- <1
o~'- lLJ ,. J l~ : II 2C4,,,,, 2C5 ~ 2C7 2C8 218 m f- <-\
. +- ~14 '-'-/ \
&0 3 /31\:.::-" 27~ )~" ./
ONDUIT/W~",,~CHEDULE (~~,INATION AND ~~,L1GHTS) ~ . ;;'(-~:',< ~jBl ~V!~
~IT ~~~::~ I Q~~~ d~~~t~~ CI~~?l~ ~~~~~~~ CI~~?~ P~~ Nom ~ ! 33 :'::",.:'.':..J/~ ~ ^
1-1 1-2 l-A I 1-8 2-1! 2-2 2-A, 2-8 i 2-C l-1 I l-2 M! 3-8 i l-C 3 "- , ~ r-- V ~
': ~: ~ i :: i . i : [. . i : i : I : : ~: 31r~~;\'r;q&:i-';C;;::0'
1.5' _ ill 2-#8 _ ! I ! _ ; q ,8 - - . ~\ " ~ ~!\
... ~ ~! I 2-#8! ~: - I ~ : I - _: -: _ _ K" -CI~ 0 . L_ ~ ~ M ~. ~
:r _ _ i . I I 2-14 I _ _ I _ i _ !' ~ /~ c.o 384 ~ ~
~ ~ _ i_I _ : l~~ - . i ~ ! . - 4" '" BI ~L ~' -~
.. :s. I .;~: : ~~ : ~ ~: 3-412 - 3 ,'../ I (~~ 26
,~ . 'i., '" i '" i" ,.. I : i. 8~ '" ;C '~1~fl
:~ _: -:.': - _! i ~:: 2-#8 -: ~; ~2 ~ ~"-li 0 ~ 3651
2' _ _ I _ ! I I I 2-#8 I - ! 29 :..../' ~ I~II ~ ' .1'::\
:r I ! I I 2-#8 12-#8 I ' I L- ~nl "0
3" i-I - - i ! 2-#8 12-#8 - .. ~ ,_ _ _ _ 386 i-l:___
3" I _ ! I i I! (2) MATCHLlNE P 67+80.00, DWG.IL4
:r i _I _ 'I - 2-14! .
:r I - i ! - I ,2-#1/0 ,
3" I _, _ ! ! I . - ; I 2-#2 12-13/0
3" : _:, ! - 2-#1/0 i 2-#2 12-#310
:r . I I I 2-48 i l-#12
4' _!. ' I 2,'/8! 2-48 #1/0 j 2-#2 ! 2-#310 3-412
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SCALE IN FEET
1.
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GCA-4924
Supplement No.1
Exhibit F
Sheet 2 of 4
OONDurr~RESCHEOUlENOTES
(1) INSTALl pULL ROPE
(2) EMPTY
(3) CN' CONDUIT AT LIMIT OF CONSTRUCTIoN
(4) SCHEDULE 80 PIIC
gr.: _
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exeltech
Olympia, Wa S(l8ltlll, Wa Portland. OR
......
== Washington State
'VII Department of Transportation
--.'
I~_____----~--- ---
OCTOBER 2006
QCTOBER2006
OCTOBER 2006
:~;:?i I ST,\T~
rED. AlD
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W),!"~,~[i
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GENERAL NOTES
40
j
1. ORIENT JUNCTION BOXES AS SHOWN ON iliE PLANS AND DETAILS.
2. TREE WELL JUNCTION BOXES SHAlL BE INST AU.ED PER
DETAILS 1.2,3,4,5.& 6 ON SHEET ED4.
3. SEE DWG. EDl FOR TREE waL LOCATION TABLE AND JUNCTION
BOX TABLE.
4. SEE DWG. ED2 FOR $INGlE lINE DIAGRAM.
5. SEE DWG. ED4 AND ED5 FOR SIDEWALK. POLE, JUNC'i\ON BOX AND
CABINET FOUNDATION DETAILS.
6. SYSTEM GROUNDING WIRES NOT SHOWN IN CONDUIT I WIRE
SCHEDULE. INSTALl PER CODE.
7. INSTALL 1 _ 'r DIAMETER PMPlY CONDUIT IN ALL ILLUMINATION RUNS
EXCEPT RUN NO.1, 2, 11, 13,26,29,33 AND 39.
CONSTRUCTION NOTES
(])
CONSTRUCT FOUNDATION AT STATION AND CENTERUtlE
OFFSET SHOWN. SEE CITY Of BREMERTON STANDARD DWG.
7014, EXCEPT USE 4 ANCHOR BOLTS PER POLE
MANUFACTURER'S RECOMMENDATIONS. FURNISH AND INSTALL
DECORATIVE STEEL UGHT STANDARD AND LUMINAIRES.
FURNISH AND INSTALl TYPE 1 JUNCTION BOXAOJACENTTO
STANDARD PER DWG. ED4, DETAILS 1, 2. 3,4 & 5 APPROPRIATE
TO ADJACENT SIDEWAlK CONDITlONS
FURNISH AND INSTALl TYPE 1 JUNCTION BOX,ADJACENT TO
TREE WELL PER DWG. ED4, DETAIL 6. FURNISH AND INSTALL
I.IAINLINE CONDUIT AND WIRE INTO JUNCTION BOX PER WIRING
SCHEDULE. COIL 3 FEET OF WIRE IN EACH JUNCTION BOX
INSTALL PHOTOCELL ON STREET UGHT POLE
APPROXIMATE LOCATION FOR PSE HANDHOLE FOR SERVICE
CONNECTION
CONSTRUCT FOUNDATION FOR SERVICE CABINET AT ST A. P
66+83.00, 29.0' LT. SEE SIGNAl. PlANS AND INSTALl
FOUNDATION PER DWG. ED5, DETAIL 7 AND DETAIL 9. FURNISH
AND INSTALl SERVICE CABINET AND COMPONENTS FOR
SERVICE NO.3, SEE DWG. EDl FOR SERVICE REOUIREMEIlTS
AND BREAKER SCHEDULE
CD
(0
o
o
LEGEND
EXISTING
~
NEWIRELOCATED
COBRA HEAD LIGHT STANDARD
0-0-0 DECORATIVE LJGHT STANDARD
~ COBRA HEAD LUMINAlRE ON SIGNAL POLE
o-~O EXISTING BTe UGHTING POLE
JUNCTION BOX, TYPE 1
JUNCTION BOX, TYPE 2
___ CONDUIT AND WIRING
!2E aecTRlCAl SERVICE CABINET
rol TREE WEU
@J \JT1lITYHANDHOlE
L=:J 5'xTx 5' VAULT
~::'
O"'=:i
(ij
10:
~
IlRAWlNe
NUUBER
SR 304
DOWNTOWN BREMERTON PEDESTRIANI
BTC ACCESS IMPROVEMENTS
IL3
ILLUMINATION PLAN
SI-lE[j
I 3> z..
0'
Z8~
SHEETS
-OCTOBER 2006
OCTOBER 2006
OCTOBER 2006
SEC. 13, T.24N., R.1E., W.M.
OATE
R::'jISi(";N
2f /.pp-o
S-L1NE
_ ""J~-:
Nf
ST:'_IE
FCC. ArD PReJ. "40.
SHE:.
'{no
W/.S:-'.
JOB NUitlEER
06C5: L
RUN
NUMBER CONDUIT
6 SIZE
26 1.5"
28 2"
29 1.5"
30 2"
34 2"
35 3'
37 3'
41 3'
CONDUIT/WIRE SCHEDULE (ILLUMINATION AND TREE LIGHTS)
SERVICE NO. 1
ILLUMINATION TREE LIGHT
CIRCUITS (24OV) CIRCUITS (120V)
1-1 I 1-2 1.A I 1-8
SERVICE NO. 2
ILLUMINA nON TREE LIGHT
CIRCUITS (240V) CIRCUITS (120V)
2-1 ! 2-2 2-A 2-B! 20G
SERVICE NO.3
ILLUMINATION
CIRCUITS (240V)
3-1 3-2
2-#8
2-#8
2418
2-#8
TREE LIGHT
CIRCUITS (12OV)
MI3-B 3-C
I
i
!
REIJOTE
PHOTOCELL NOTES
I
24M)
2-#310
24M)
CONDUITIWIRE GENERAL NOTES
1. SYSTEM GROUNDING WlRES NOT SHOWN
IN CONDUIT I WIRE SCHEDULE.
INSTALL PER CODE.
CONDUITIWIRE SCHEDULE NOTES
(1) INSTALL PULL ROPE
(2) EMPTY
(3) eN' CONDUIT AT UMfT OF CONSTRUCTION
(4) SCHEDULE 80 PVC
!
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I
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20 0 20 40
I , I
SCALE IN FEET
GENERAL NOTES
1. ORIENT JUNCTION BOXES AS SHOWN ON THE PLANS AND DETAILS.
2. TREE WELL. JUNCTION BOXES SHALL BE INSTALLED PER
DETAILS 1.2.3.4.5,& 6 ON SHEET E04.
3. SEE DWG. EDl FOR TREE WELL LOCATION TABLE AND JUNCTION
BOXTABLE.
4. SEE DWG. ED2 FOR SINGLE LINE DIAGRAM.
5. SEE DWG, E04 AND ED5 FOR SIDEWALK. POLE, JUNCTION BOX ANO
CABINET FOUNDATION DETAILS.
6. SYSTEM GROUNDING WIRES NOT SHOWN IN CONDUIT I WIRE
SCHEDULE. INSTALL PER CODE.
1. INSTALL 1- 2" DIAMETER PIAPTY CONDUIT IN ALL ILLUMINATION RUNS
EXCEPT RUN NO. 1.2, 11. 13. 26. 29, 33 AND 39.
CONSTRUCTION NOTES
ill
CONSTRUCT FOUNDATION AT STATION AND CENTERUNE
OFFSET SHClVYll. SEE CITY OF 8REMERTON STANDARD OWG.
7014, EXCEPT USE 4 ANCHOR BOLTS PER POLE
MANUFACTURER'S RECOMMENDATIONS. FURNISH AND INSTALL
DECORATIVE STEEL UGHT STANDARD AND LUMINAIRES.
FURNISH AND INSTALL TYPE 1 JUNCTION BDXADJACENT TO
STANDARD PER OWG. ED3, DEl AILS 1, 2, 3, 4 & 5 APPROPRJA TE
TO ADJACENT SIDEWALK CONDmONS
CD
FURNISH AND INSTALL TYPE 1 JUNCTION BOX ADJACENT TO
TREE WELL.PER DWG. ED3, DETAIL 6, FURNISH AND INSTALL
MAINLINE CONDUIT ANO WIRE INTO JUNCTION BOX PER WIRING
SCHEDULE. COIL 3 FEET OF WIRE IN EACH JUNCTION BOX
LEGEND
EXISTING NEWIRELOCATED
:r---p: COBRA HEAD LIGHT STANDARD
>2--0--.2 0-<>-0 DECORATIVE UGHT STANOARD
~ COBRA HEAD LUMINAJRE ON SIGNAl. POLE
CP::J D-<>-O EXISTING arc LIGHTING POLE
" 0 JUNCTION BOX. TYPE 1
!,,; 5J JUNCTION BOX. TYPE 2
-..---- CONDUIT AND WIRING
~ ELECTRICAl. SERVICE CABINET
G TREE WELL
[QJ UTILITY HANOHOlE
LUMtNAIRE SCHEDULE
LULl, POLE POLE POlE LUMINAJRE LUMlNAlRE CIRCUIT REMARKS
NO. STATION OFFSET HEIGHT ARM TYPE NO.
314 IT 4' llJO.W DECORATIVE ),2
P 67<83.00 36.5'RT. IT 4' 100.W DECORATIVE
315 lT 4' IlJO.W DECORATIVE 3-1
P 68+29.00 17.0' LT. IT 4' 100.W DECORATIVE
316 lT 4' IlJO.W DECORATIVE 3-2
P 68+30.00 36.5'RT. lT 4' llJO.W DECORATIVE
317 IT 4' lQO.W DECORATIVE 3-1
P 69+18.00 17.0' LT. IT 4' 1QO.W DECORATIVE
318 P 69+23.00 11.0' LT. lT 4' 1lJO.W DECORATIVE 3-2 GCA-4924
IT (' lQO.W DECORATIVE
319 P 69+65.00 IT 4' lQO.W DECORATIVE 3-2 Supplement No. I
36.5'RT,
lT 4' lQO.W DECORATIVE Exhibit F
1T 4' 1QO.W DECORATIVE
320 P70+11.oo 17.O'LT. IT 4' l00.w DECORATIVE 3-1 Sheet 3 of 4
,I); '...
<::H ..T....
LOCHNER
~
exeltech
....
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Washington State
Department of Transportation
OlympIa. Wa Seattle, Wa Portland. OR
SR 304
DOWNTOWN BREMERTON PEDESTRIANI
BTC ACCESS IMPROVEMENTS
DRAWING
NU""ER
IL4
IllUMINATION PLAN
SHEET
I 3~
Of
'2-%(..
SHEETS
.. . .
'.
SEC. 13, T.24N., R.1E., W.M.
GENERAL NOTES
LEGEND
1. ORIENT JUNCTION BOXES AS SHOWN ON THE PlANS AND DETAILS.
EXISTING
NEWIRELOCA TED
oVJG. \l4
~R~ 3+'31.50}. r 1
ell' \ '~E p 101-40.~ - :1 ::
w..1 rl.... - - 'u.! ' \\
~ I ~ 3C1\--.\
^ ~II ,J ^ i~, '\~~
/~ '4< ,f'{i) /33 \ '\ \
^~I ' \ /j)
~~~ ~ \, 3C2 o/~~. / /~~
3A15 ...J "" 28 7. INSTAll 1-2' DIAIolETER PMP1YCONOUIT IN All ILLUMINATION RUNS
^ 3 i: ~ ~ s' / ~b".L ~~\ /\ EXCEPT RUN NO. 1,2, 11,13,26,29,33AN039,
~ I 0 , '/ 28 \ 8. COORDINATE WMINAJRE STANDARD RELOCATION X212, X213 Willi WSf.
\ I' ,/ ~ ,
29 I ~ 0 2 r, / \ (3C3 '~-c.. ".. 1\ (\,
P, ..->-+ . ~ ~ :;;'~, ,~: ? ~,\ A~:
324 \:J 'p 28 A3C4 -~ ! " , ,
+ :I 2 .{ ~~~ ~ Ii 1 -45<}J)- ~__
~~_ ,: /~~/,~_ ~~->.... .......~ ". ~'" ~ ~,:~~::~~~-n:~
- I .-- '.' 10325 ;;eL Y
_L - ~~ ,-.- ..;J~ X X ~ i~:)~
r., I ~ ~ .~ ~ ~ .,.. ~ .. 0,( E/;"JY~rs- - - ~- - -J~r~~r~/I
32626~' Q ~~~ '" -...... '" ~ 78~. \3J 28' } '-- II
,............. .. .... -...... .. -8\>>::];:; ! , I,
br .. ---------- '!.. -'( So.:;;;; , i( ADMINISTRATION f(.i
g--i\ '/ '^29-~-- I f'.~" '--.. ~,;~:~. L:II<<S /}/ <<~
~ /29\ '" 900;':' ~ . 0
I
~ ~
'fl X212
2. lREE WELL JUNCTION BOXES SHALl BE INSTAllEO PER DETAILS 1.2,3,4,5,& 6
ON SHEET E04.
<>---$.::
..:--~2'
\r."'-{)
/~
3. SEE DWG. EDl FOR TREE WELL LOCATION TABLE AND JUNCTION BOX TABLE,
~
4. SEE DWG. ED2 FOR SINGlE UNE DIAGRAM.
OvCJ
Q-o---G
@
~
:3)
5. SEE DWG. EIl4 AND ED5 FOR SIDEWALK. POlE, JUNCTION BOX AND CABINET
FOUNDATION DETAIlS.
~
6. SYSTEM GROUNOING WIRES NOT SHOWN IN CONDUIT I WIRE SCHEDULE. INSTAlL - .
PER CODE.
LUMINAIRE SCHEDULE
~
1( --o~" '\.~-r
1-1~' ~~
\ ::'\
\ < ~13
\
..
~
..
1.
\.
I
I
PIlE POlE POLE LUMINAlRE LlJMlNAIRE
STAllON OFFSET HEIGHT ARM TYPE
P 11' 4' 1~W OECORATNE 3-2
'J0+50.00 44.0' RT. 11' 4' I~W OECORATNE
P7lI+87.00 70.0' RT. 11' 4' 1OG-W DECORATNE 3-2
IT 4' 1~W OECORATNE
P71~.00 15.0' RT. 11' 4' 1OG-W OECORATNE 3-1
11' 4' 1OG-W DECORATNE
P71t13.00 113.O'RT. 11' 4' 1~WDECORATNE 3-2
IT 4' 1OG-WOECORATNE
-
P 71+50.00 79.B RT. 17 4' 1QO..W DECORATIVE 3-2 _
11' 4' 1OG-W DECORATNE
P71~.oo 25.m.:~ :: :::=~ ~~ ~________._____
-lr' 4' l00-WDECORATNE 3-1 _
8.0' RT. 1 l' 4' 1OG-W OECORA l1VE
- 1"----- IT 4' 1OG-WOECORATNE
;P73+Q7,OO 25.5' LT. 3-1
11' 4'. ~OECORATNE
25.5'LT. IT 4' 11JO..W OECORATNE 3-1
11' 4' lCO-WOECORATNE
P74+4 11' 4' llJO..W OECORATNE X 21
2.00 19.0' L T. 1 l' 4' 11JO..W OECORATNE -
-- ---, -----.----.+--- ,-----....-..--.....-,--..--
721 4' lOG-WDECORATNE WSF
. '-18.00 59.0' RT. 17' 4' l~W DECORATIVE
''l-- ----WOO:W BTC LUM
2' 1000..WBTCLUM WSF RELOCATEFROMT22+10, to'RT.
'l 1000..W BTC LUM WSf RELOCATE FROM 38~, 74.rr LT.
2' 1000-WBTCLUM
CIRCUIT
NO.
REMARKS
'l
I
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--
I
I
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--
11
\\
RUN
NUMBER CONDUIT
D SIZE
COBRA HEAD LIGHT ST ANllARO
DECORA T1VE LIGHT ST ANDARO
10 1/
;/ . ill/!
~"o A'~v / / . /:A
'~~ /,/.f j
,/ ' /' ~0
/'/ II
/~;/
/~
!
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COBRA HEAD LUMINAlRE ON SiGNAl POlE
EXISTING BTC L1GHllNG POLE
JUNCTION BOX, TYPE 1
JUNCTION BOX, TYPE 2
CONDUIT AND WIRING
~
ELECTRICAl SERVICE CABINET
I
/
I
/
/
/
/
ir~
I,
I,"
! i
I i
I
I
,
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'-'-_ X211
.......,.......
I ^,.
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L 1/1
t-/
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~
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[
o
40
!
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TREE WELL
20
,
SCAlE IN FEET
@}
UTILITY HANOHOlE
CONSTRUCTION NOTES
@
CONSTRUCT FOUNDATION AT STAllON AND CENTERLINE
OFFSET SHOWN. SEE CITY OF BREMERTON STANDARD DWG.
7014, EXCEPT USE 4 ANCHOR BOLTS PER POlE
MANUFAClUP.ER'S RECOMMENDATIONS. FURNISH AND INSTAll
DECORATNE STEa UGHT STANDARD AND LUMINAIRES.
FURNISH AND INSTAlllYPE 1 JUNCTION BOX ADJACENT TO
STANDARD PER DWG. EIl4, DETAILS 1,2,3,4 & 5 APPROPRIATE
TO ADJACENT S!OEWAlJ< CONOlTlONS
CD
FURNISH AND INSTAll TYPE 1 JUNCTION BOX ADJACENT TO
TREE WELL PER DWG. EIl4 DETAIL 6, FURNISH AND INSTAll
MAINLINE CONDUIT AND WIRE INTO JUNCTION BOX PER WIRING
SCHEDUlE. COIL 3 FEET OF WIRE IN EACH JUNCTION BOX
/
,
X210 '
(.' / IL
~-< 1.
,.'.
. ,
~
7 +00
I
\lY
.
~
1:.
t4-~
I
I
10
. \ .,\ " \ .
@
RElOCATE EXJSTING BREMERTON lRANSPORTATlON CENTER
(BTC) LUMINAJRE POLE, LUMINAlRE CAMERA AND SPEAKER TO
NEW FOUNDATION. EXTEND CONDUIT, SPEAKER, CAMERA, AND
illUMINATION CABLES TO EXISTING BTC CONlROl PANas AND
SERVICE
@ RELOCATE EXISTING BREMERTON lRANSPORTATION CENTER
(BTC) LUMINAlRE POlE AND LUMINAlRE TO GATE ISlAND
GCA-4924
Supplement No. 1
Exhibit F
Sheet 4 of 4
o
P 72'43,00
1t>
CONDUITIWIRE SCHEDULE (ILLUMINATION AND TREE LIGHTS)
-------~-------
"
P 74+77.00
ifJ
28
27
28
29
30
,33
36
~
'\
.A
~
~
~
\
\
+
\
7 22~.00
lS.5'RT.
35'
\
. 1ft 38+e0.00
8.0' LT.
35'
Er,gr.: .
~C.M'SI:o.
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. ERIc SILL - OCT6eER2ilO6
. GERRY WlLLHEu.t OCTOBER 2OIl6
Ell GoZUN OCTOBER 2006
cts Engr.: .
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F~D. j..JQ PRO.;. NO -'~;6t! c~{j::;'5
Olympia. Wa Soattle, Wa Portland, OR
LOCHNER
ciOlist; .
SERVICE NO.1
n.LUMINA TION lREE UGHT
CIRCUITS (24OV) CIRCUITS (12OV)
1:1'T-i-2 l-A I 1-8
1.5'
1.S-
2'
IS
'l:
'l:
2'
......
'li
SERVICE NO. 2
ILLUMINATION
CIRCUITS (24OV)
2-1 I 2-2
I
[
TREE LIGHT
CIRCUITS (120V)
2-A I 2-8 I 2-G
-' I
- I
!
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!
I
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I
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SERVICE NO.3
IU.UMINAllON
CIRCUITS (240V)
~1 I 3-2
2-1/8 I
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_WING
NUWSER
SR 304
DOWNTOWN BREMERTON PEDESTRIAN/
BTC ACCESS IMPROVEMENTS
Washington State
Department of Transportation
IL5
ILLUMINA rlON PLAN
13T)
OF'
2.8(,
SHE""
Vendor
Subject
Department
Status Code
Amount
Begin Date
End Date
Review Date
Insurance
Comments
Contract Number
4583
TRANSPORTATION, DEPT OF (WA STATE)
Tunnel Construction - Cooperative
Engineering
GOV File Class LEG 12-1
$1129756.00
11/02/2006
06/01/2008
GL $
AL $
E&O $
Insurance Total $
Insurance Review Date
CSO & Tunnel
Bremerton Tunnel Construction Cooperative Agreement
GCA - 4924
THIS AGREEMENT is made and entered into this .~ ~ day of Ne:""z;/"h3~ ~DO&; between the
STATE OF WASHINGTON, Department of Transportation, hereinafter the "STATE," and the City of
Bremerton, hereinafter the "CITY."
WHEREAS, the CITY has designed a project for improvements to SR 304 entitled "SR 304 -
Downtown Bremerton Pedestrian / Bremerton Transportation Center (BTC) Access Improvement
Project," hereinafter the "PROJECT," located from M.P. 2.79 to M.P. 3.01, and
WHEREAS, it has been determined that the STATE will be the lead agency for the construction of the
PROJECT, but the CITY will participate in the construction process as further provided herein, and
WHEREAS, the CITY also has plans to construct a project entitled, "Combined Sewer Outfall,"
hereinafter the "CSO," as shown in Exhibit A, attached hereto and by this reference made a part of this
AGREEMENT, within the same footprint as the PROJECT and scheduled for construction at the same
time as the PROJECT, and
WHEREAS, the CITY will direct the PROJECT design consultant to incorporate the CSO work into the
construction design of the PROJEC:r under a separate group and at no cost to the STATE, and
WHEREAS, since a mutual benefit in cost savings, through economy of scale and other efficiencies,
will be derived by both the STATE and CITY by incorporating the CSO work into the PROJECT, the
ST ATE agrees to construct the CSO at the same time as the highway PROJECT, and
WHEREAS, the CITY is obligated for the cost of CSO work described in Exhibit A,
NOW, THEREFORE, pursuant to RCW 47.28.140 and chapter 39.34 RCW and in consideration of the
terms, conditions, covenants, and performances contained herein, or attached and incorporated and made
a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS:
1. GENERAL
1.1 The STATE agrees to construct the CSO work at the same time as the highway PROJECT.
1.2 Plans, specifications and cost estimates shall be prepared by the CITY for the CSO work in
accordance with the current State of Washington Standard Specifications for Road, Bridge, and
Municipal Construction, and amendments thereto, ("Standard Specifications") and adopted design
standards, unless otherwise noted. The CITY's consultant will incorporate the CSO plans and
specifications into the STATE's PROJECT. The STATE will thereafter advertise the resulting
PROJECT for bid and, assuming bids are received and a contract is awarded, administer the contract.
GCA - 4924
Page 1 of8
1.3 Warranty: The STATE's contract will include a bid item titled "CSO Warranty" specifying that
the STATE's contractor will provide to the CITY, an agreed upon warranty for all associated CSO work
performed under the contract. The ST ATE shall not be a party to this warranty. The CITY agrees that
all actual direct and related indirect costs associated with the bid item "CSO Warranty" shall be the sole
responsibility of the CITY.
1.4 The CITY hereby approves the CSO work shown in Exhibit A.
1.5 The CITY may, if it desires, furnish an inspector on the contract or CSO work. Any costs for
such inspector will be borne solely by the CITY. All contact between the CITY and the STATE's
contractor shall be through the STATE's representative. The STATE's representative shall have final
authority for any and all decisions affecting the STATE's contract, including the CSO work shown in
Exhibit A.
2. AWARD OF PROJECTffiELETION OF WORK
2.1 Following bid opening, the STATE shall provide the CITY with one (1) copy of the apparent
low bidder's bid. The CITY shall have fifteen (15) calendar days from the date of receipt, or two (2)
calendar days from notification by the STATE or United States Environmental Protection Agency,
hereinafter USEP A, that the apparent low bidder has met USEP A' s Women and Minority Business
Enterprise requirements, whichever is longer, to review and provide the STATE with the CITY's written
concurrence of award or rejection of said bid. In the event the CITY rejects the bid the STATE shall
delete the CSO work covered by this AGREEMENT from the STATE's contract. Should the CITY fail
to respond as provided herein, the STATE shall delete the CSO work from the contract.
2.2 Should the CITY exercise its option to delete the CSO work or should the CITY fail to accept or
reject the bid within the time provided under Section 2.1, the CITY agrees, upon receipt of a STATE
invoice therefore, to reimburse the STATE for any and all engineering and administrative costs incurred
by the STATE in deleting, from the STATE's contract, the CSO work covered by this AGREEMENT.
2.3 The STATE shall make the final determination as to appropriateness of any bid with regards to
the Standard Specifications for Road, Bridge, and Municipal Construction and regarding the practices,
policies and procedures of the Washington State Department of Transportation and reserves the right,
should the STATE deemit necessary, to reject any and all bids for the PROJECT and/or the CSO.
3. CHANGES TO WORK
3.1 Changes to the contract will be documented by change order as defined in the current edition of
the Standard Specifications.
3.2 Required change orders involve such changes in quantities or alterations in the CSO work or
CITY -owned facilities as are necessary to satisfactorily complete the work as determined by the
STATE. All other change orders shall be considered elective. The STATE shall process all required
GCA - 4924
Page 2 of8
.'
change orders in the manner as set forth Iii subsection 1,-iAC(3), Approval of Changes, STATE
Construction Manual, current edition.
3.3 The CITY herein authorizes the STATE to initiate, negotiate, document and execute all required
change orders.
3.4 The STATE will advise the CITY of any proposed required change order affecting the CSO or
other CITY-owned facility and provide it with an opportunity, if time permits, to review the change
order before execution. The STATE will determine the length of the review time based upon the need to
expedite the change order to avoid delay to the PROJECT work.
3.5 Any elective change order affecting the CSO or other CITY -owned facility shall require the
written approval of the CITY before execution.
3.6 The CITY may request additions to the CSO work through the STATE. The STATE will
comply with the requested change, provided that the change complies with the Standard Specifications,
contract permits, state and/or federal law and applicable rules and/or regulations and/or design policies.
3.7 The STATE will make available to the CITY all change order documentation pertaining to CSO
work and other CITY-owned facilities impacted by the contract.
4. ACCEPTANCE OF CSO WORK
4.1 The CITY agrees, upon satisfactory completion of the CSO work, as part of the STATE's
PROJECT contract, to deliver a letter of acceptance to the STATE which shall include a release and
waiver of all future claims or demands of any nature resulting from the performance of the CSO work
under this AGREEMENT.
4.2 If a letter of acceptance is not received by the STATE from the CITY within twenty (20)
business days following STATE's completion notice to the CITY ofthe physical completion of the CSO
work, said CSO work shall be considered accepted by the CITY and shall release the STATE from all
future claims and demands of any nature resulting from the performance of the CSO work under this
AGREEMENT.
4.3 The CITY may withhold this acceptance of the CSO work by submitting written notification to
the STATE within the twenty (20) business day period. This notification shall include the reasons for
withholding the acceptance. If these reasons cannot be resolved within forty (40) business days of the
receipt of the CITY's notification, the outstanding issues will go to dispute resolution per Section).6 of
this AGREEMENT. i'f~
5. REPRESENTATIVES
5.1 The STATE's PROJECT manager for the STATE's contract is:
GCA - 4924
Page 3 of8
Howard Diep, P .E.
Port Orchard Project Engineer
8293 Spring Creek RD SE
Port Orchard, WA 98367-8192
360-874-3000
Fax - 360-874-3003
5.2 The CITY representative, acting as the CITY project coordinator, for the CSO work shall be:
Ned Lever, P.E.
CITY CSO Coordinator
3027 Olympus Drive
Bremerton, W A 98310
(360) 473-2398
Additionally, the CITY's representative providing technical expertise to the STATE for all other
CITY facilities affected by the STATE's PROJECT shall be:
Lynn Price, P.E.
CITY Tunnel Project Coordinator
3027 Olympus Drive
Bremerton, WA 98310
(360) 473-5272
6. CITY SERVICES FOR PROJECT AND CSO
6.1 The ST ATE may request, and the CITY may provide, CITY construction support services for the
PROJECT, such as, providing ongoing project review, coordination with CITY services, and expert
advice regarding design and/or construction details of the STATE's contract as it may impact CITY
facilities. Such requests may be either written or verbal and the ST ATE agrees to reimburse the CITY
for 100% of its actual direct and related indirect costs for said construction support services not related
to the CITY's CSO work. Verbal requests will be followed up in writing. Any services provided by the
CITY without-written or verbal request of the ST A TE- shan -be at the CITY~s expense. Billing for
services provided under this section 3.1 shall be in accordance with section 6.6 and 6.7 of this
AGREEMENT.
6.2 The STATE may request, and the CITY agrees to provide, construction support services related
to the CITY's CSO work. All CSO related services requested by the STATE and provided by the CITY
shall be at 100% CITY expense.
GCA - 4924
Page 4 of 8
7. PAYMENT
7.1 The CITY, in consideration of the faithful performance of the CSO work to be done by the
ST ATE, agrees to reimburse the STATE for the actual direct and related indirect cost of the CSO work
as shown in Exhibit A. The CITY will also reimburse the STATE for a percentage of the STATE's
construction administration and engineering costs based on the ratio of the value of CITY work to all
contract work at award.
7.2 The CITY agrees to make partial payments within thirty (30) days of receipt of a detailed
STATE invoice to cover costs incurred. Payments are not to be more frequent than one (1) per month. It
is agreed that any partial payment will not constitute agreement as to the appropriateness of any item
and that at the time of the final payment, all required adjustments will be made and reflected in the final
payment.
7.3 An itemized estimate of cost for the CSO work to be performed by the STATE at the CITY's
expense is marked as Exhibit B, attached hereto and by this reference made a part of this
AGREEMENT.
7.4 In recognition of the cost savings to the CITY by the STATE's incorporation of the CITY's CSO
work in the STATE PROJECT, the CITY agrees to pay for the actual direct and related indirect
PROJECT costs identified as ineligible by the Federal Highway Administration. These costs are
estimated at less than five thousand dollars ($5,000). The CITY shall not be responsible for ineligible
costs resulting from the sole negligence of the STATE.
7.5 The STATE, in consideration ofthe faithful performance of services provided by the CITY,
agrees to reimburse the CITY for the actual direct and related indirect cost of the work as described in
Section 3.1.
7.6 The STATE agrees to reimburse the CITY for ST ATE-requested services as provided under
Section 3.1. The STATE agrees to make partial payments within thirty (30) days receipt of a detailed
CITY invoice. These payments are not to be more frequent than one (1) per month. It is agreed that any
such payment will not constitute agreement as to the appropriateness of any item and that at the time of
the final payment, all required adjustments will be made and reflected in the final payment.
7.8 An itemiz~d estimate of Qo_st (or services to be performedbytl1e (::ITY _at the STATE's expense
is marked as Exhibit C, attached hereto and by this reference made a part of this AGREEMENT.
7.9 The CITY agrees to pay the STATE an advance payment amount of one hundred sixty-nine
thousand four hundred sixty-three dollars ($169,463) within 20 days after the STATE submits its first
partial payment request to the CITY. The advance payment represents approximately fifteen (15)
percent of the estimate of cost and covers costs incurred by the STATE in the initial stages of the
contract. The advance payment will be carried throughout the life of the contract with final adjustment
made in the final payment.
7.10 In the event unforeseen conditions require an increase in the cost of 25 percent or more from
that agreed to on either Exhibits B or C or section 6.4, the parties agree to amend this AGREEMENT to
include such increase. .
GCA - 4924
Page 5 of8
8. CLAIMS
8.1 Claims for Additional Payment
8.1.1 In the event the contractor makes a claim for additional payment for CSO work, the
ST ATE will immediately notify the CITY of such ciaims. Such claims shall be made in the
manner and form as provided for in the Standard Specifications.
18.1.2The CITY shall have the right to review and discuss the settlement of all claims. The
ultimate decision to pay a claim will be by mutual agreement of the CITY and the STATE. In
the event such claims are not resolved, the CITY shall defend such claims at its own cost and
shall pay any court judgment or arbitration award resulting from such claims, provided that the
CITY shall not be obligated to pay such claims or the cost of defense to the extent that the claims
are caused by the negligent acts or omissions of the STATE in administrating the CSO work.
The STATE will cooperate with the CITY in the CITY's defense of the claim(s). The CITY
shall reimburse any ST ATE costs incurred in providing such assistance.
8.2 Claims for Damages
8.2.1 After CSO work acceptance, in the event of claims related to the CSO work for damages or loss
attributable to bodily injury, sickness, death, or injury to or destruction of property, the CITY shall
defend such claims and hold harmless the ST ATE, and the ST ATE shall not be obligated to pay any
such claim or the cost of defense. Nothing in this section, however, shall remove from the STATE any
responsibilities defined by the current laws ofthe State of Washington or from any liabilities for
damages .caused by the STATE's own negligent acts or omissions independent of the CSO work
performed under this AGREEMENT.
9. RIGHT OF ENTRY
9.1 The CITY hereby grants to the STATE, including its contractors and subcontractors, the right of
entry upon illllan<r wliieli tlie CITYhas interest, within or adjacent to the righr of way of the highway,
for the purpose of constructing and if necessary, maintaining said improvements. Upon completion of
the work outlined herein, all future ownership, operation and maintenance of the CITY's facilities shall
be at'the sole cost ofthe CITY and without expense to the STATE.
10. MODIFICATION
10.1 No modification of this AGREEMENT is valid unless evidenced in writing by amendment to
this AGREEMENT and signed by both Parties. No verbal agreement may supersede, replace or amend
this AGREEMENT.
GCA - 4924
Page 6 of8
ii. ASSIGNMENT
11.1 Neither Party to this AGREEMENT shall transfer or assign any right or obligation hereunder
without the prior written consent of the other Party.
12. SEVERABILITY
12.1 Should any section, term or provision of this AGREEMENT be determined to be invalid, the
remainder of this AGREEMENT shall not be affected and the same shall continue in full force and
effect.
13. HOLD HARMLESS/INDEMNIFICA TION
13.1 Each Party to this AGREEMENT shall protect, defend, indemnify, and save harmless the other
Party, its officers, officials, employees, and agents, while acting within the scope of their employment as
such, from any and all costs, claims, judgments, and/or awards of damages (both to persons and/or
property), arising out of, or in any way resulting from, each Party's negligent acts or omissions in
connection with the terms of this AGREEMENT. No Party will be required to indemnify, defend, or
save harmless the other Party if the claims, suits, or actions for injuries, death, or damages (both to
persons and/or property) is caused by the sole negligence of the Party. Where such claims, suits, or
actions result from concurrent negligence of the Parties, or is covered by RCW 4.24.115, the indemnity
provisions provided herein shall be valid and enforceable only to the extent of the Party's own
negligence.
13.2 This indemnification shall survive the termination of this AGREEMENT.
14.
DISPUTES.
14.1 In the event that a dispute arises under this AGREEMENT that cannot be resolved to the
satisfaction of both Parties, with regards to the CSO work and other CITY -owned facilities, it shall be
resolved as follows: The CITY and ST ATE shall each appoint a member to a disputes board, these two
members shall select a third member not affiliated with either Agency. Costs related to the third member
will be equally shared between the CITY and STATE. The decision made by this board shall be final
and binding on the Parties to this AGREEMENT.
GCA - 4924
Page 7 of8
15. VENUE
15.1 In the event that either Party deems it necessary to institute legal action or proceedings to enforce
any right or obligation under this AGREEMENT, the Parties hereto agree that any such action or
proceedings shall be brought in the superior court situated in Thurston County, Washington.
IN WITNESS WHEREOF, the Parties hereto have executed this AGREEMENT as of the day and year
first above written.
CITYO~TON ~
By: _ ~~y:
Cary Bozeman, Mayor
Date: /0 --;<&-~~
APPROVED AS TO FORM
By:
~ Date:~ - ~ -/o4~ IQ
" /
GCA - 4924
Page 8 of8
Date:
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTATION
/~ t1.~ f
Randall A. Hain, Region Administrator
/1- z. . t.:l f,
APPROVED~FORM
By: ~~.
Assistant Attorney Genera
Date: - .
fa - ~ - (;) 0--
GCA-4924
Exhibit A
Page 1 of 5
Description of Work
The Combined Sewer Outfall line will install 1,163 feet of 36 inch pipe and 418 feet of
48 inch pipe from the intersection of 4th Street and Park Avenue to 1 st Street and Pacific
A venue in the City of Bremerton. It includes associated manholes, shoring, excavation,
backfill and erosion control work. The work will also include the installation of a 12 inch
storm lin~ at the intersection of 4th Street and Park Avenue and pavement restoration on
Park A venue from Burwell Street through to 4th Street.
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DOWNTOWN BREMERTON PEDESTRIANI
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GCA -4924
EXHIBIT A
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GCA - 4924
Exhibit B
Downtown Bremerton Pedestrian/BTe Access Improvements
Construction Estimate
GROUP 3 GROUP 4 TOTAL
STD ITEM DESCRIPTION I UNIT I UNIT PRICE QTY AMOUNT QTY AMOUNT QTY AMOUNT
ITEM
PREPARATION
0001 MOBILIZATION (7%) L.S. $ 3,434.03 $ 57,916.64 $ 61,350.66
0049 REMOVING DRAINAGE STRUCTURE EACH $ 1,000.00 1 $ 1,000.00 1 $ 1,000.00
STORM SEWER
3091 CATCH BASIN TYPE 1 EACH $ 2,500.00 1 $ 2,500.00 1 $ 2,500.00
3151 TESTING STORM SEWER PIPE L.F. $ 2.00 80 $ 160.00 1,579 $ 3,158.00 1659 $ 3,318.00
3577 SCHEDULE A STORM SEWER PIPE 12 IN. DIAM. L.F. $ 50.00 77 $ 3,850.00 77 $ 3,850.00
HOPE DR 32.5 STORM SEWER PIPE 36 IN. DIAM. (See CSO) L.F. $ 325.00 1,163 $ 377,975.00 1163 $ 377,975.00
HDPE DR 32.5 STORM SEWER PIPE 48 IN. DIAM. (See CSO) L.F. $ 400.00 80 $ 32,000.00 338 $ 135,200.00 418 $ 167,200.00
STRUCTURE
DEWATERING L.S. $ 250,000.00 0 $ 0.00 $
LIQUID ASPHALT
5334 ANTI-STRIPPING ADDITIVE EST. $ 1.00 190 $ 190.00 190 $ 190.00
HOT MIX ASPHALT
5711 PLANING BITUMINOUS PAVEMENT S.Y. $ 10.00 1700 $ 17,000.00 1700 $ 17,000.00
5767 HMA CL. 1/2 IN. PG 64-22 TON $ 65.00 187 $ 12,155.00 187 $ 12,155.00
5830 JOB MIX COMPLIANCE PRICE ADJUSTMENT CALC $ 1.00 370 $ 370.00 370 $ 370.00
5835 COMPACTION PRICE ADJUSTMENT CALC $ 1.00 230 $ 230.00 230 $ 230.00
EROSION CONTROL AND PLANTING
6403 ESC LEAD DAY $ 150.00 10 $ 1,500.00 10 $ 1,500.00
6470 STREET CLEANING HR $ 125.00 25 $ 3,125.00 25 $ 3,125.00
6373 SILT FENCE L.F. $ 4.00 250 $ 1,000.00 250 $ 1,000.00
6478 STRAW BALE EACH $ 5.00 5 $ 25.00 5 $ 25.00
6490 EROSION/WATER POLLUTION CONTROL . EST. $ 100,000.00 0.1 $ 10,000.00 0.10 $ 10,000.00
TRAFFIC
6857 PLASTIC CROSSWALK LINE SF $ 12.00 166 $ 1,992.00 166 $ 1,992.00
6882 RAISED PAVEMENT MARKER TYPE 1 HUND $ 250.00 0.9 $ 225.00 1 $ 225.00
3884 RAISED PAVEMENT MARKER TYPE 2 HUND $ 600.00 0.3 $ 180.00 0.30 $ 180.00
INTERCONNECT L.S. $ 32,000.00 0.00 $ 0.00 $
6971 PROJECT TEMPORARY TRAFFIC CONTROL L.S. $ 430,000.00 0.04 $ 17,200.00 0.04 $ 17,200.00
6992 OTHER TRAFFIC CONTROL LABOR HR $ 50.00 100.00 $ 5,000.00 100 $ 5,000.00
6974 TRAFFIC CONTROL SUPERVISOR L.S. $ 125,000.00 0.04 $ 5,000.00 0.04 $ 5,000.00
OTHER ITEMS
7006 STRUCTURE EXCAVATION CLASS B INCLUDING HAUL . C.Y. $ 16.00 340 $ 5,440.00 3668 $ 58,688.00 4008 $ 64,128.00
7008 SHORING OR EXTRA EXCAVATION CLASS B S.F. $ 2.50 1193 $ 2,982.50 15467 $ 38,667.50 16660 $ 41,650.00
7013 GRAVEL BACKFILL FOR PIPE BEDDING C.Y. $ 25.00 111 $ 2,775.00 1,500 $ 37,500.00 1611 $ 40,275.00
7014 GRAVEL BACKFILL FOR DRAIN C.Y. $ 25.00 228 $ 5,700.00 2,490 $ 62,250.00 2718 $ 67,950.00
7360 MANHOLE 48 IN. DIAM. TYPE 1 EACH $ 4,000.00 1 $ 4,000.00 1 $ 4,000.00
7364 MANHOLE 60 IN. DIAM. TYPE 3 EACH $ 4,000.00 4 $ 16,000.00 4 $ 16,000.00
7365 MANHOLE 72 IN. DIAM. TYPE 3 EACH $ 4,200.00 1 $ 4,200.00 1 $ 4,200.00
7366 MANHOLE 84 IN. DIAM. TYPE 3 EACH $ 4,500.00 1 $ 4,500.00 1 $ 4,500.00
CONSTRUCTION FENCING L.F. $ 10.00 250 $ 2,500.00 250 $ 2,500.00
7736 SPCC PLAN L.S. $ 5,000.00 0.04 $ 200.00 0.04 $ 200.00
Sub-Total Construction $ 52,491.53 $ 885,297.14 $ 937,788.66
Sales Tax $ 4,409.29 $ 4,409.29
Construction Ennineerina Costs 10%) $ 5,249.15 $ 88,529.71 $ 93,778.87
Construction Continoencv 110% \ $ 5,249.15 $ 88,529.71 $ 93,778.87
Administrative Overhead 11) $0.00
Total Construction $ 67,399.12 $ 1,062,356.56 $ 1,129,755.68
eso (in State Ri9hl of Way)
eso
NOTE: (1) per Overhead A9reement OH-00166
City Items Estimate 9-7-06 - Revised
GCA-4924
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GCA-4924
EXHIBIT C
Combined Sewer Outfall
City Inspection Service and Coordination
City coordination and technical expertise provided by the City of Bremerton at WSDOT request
0.75 Full Time Equivalent X 12 months X $7,000 I mo.
0.25 Full Time Equivalent X an additional 8 months X $7,000 I mo.
$77,000,00
Administrative Overhead (1)
$0.00
Total City Services
$77,000.00
Note: (1) Per Overhead Agreement OH-00166
GCA-4924
Page 1 of 1